Combined effect of carbonation and chloride ingress in concrete

Abstract The combined effect of carbonation and chloride ingress in concrete is studied in this paper. Based on the change of the pore structure and the chemical equilibrium, a comprehensive model is proposed for this problem. A coupled simulation of the transports of carbon dioxide, chloride ions, heat and moisture is carried out. Several sets of experimental data were compared with the prediction by the numerical model developed in this paper, for its verification. Parametric study shows that the differences between the combined mechanism and the independent mechanisms are significant in many aspects.

[1]  Renato Vitaliani,et al.  Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part II practical applications , 2005 .

[2]  I. Yoon Simple approach to calculate chloride diffusivity of concrete considering carbonation , 2009 .

[3]  A. Sellier,et al.  Accelerated carbonation tests for the probabilistic prediction of the durability of concrete structures , 2014 .

[4]  Liviu Marsavina,et al.  Experimental and numerical determination of the chloride penetration in cracked concrete , 2009 .

[5]  Victor E. Saouma,et al.  Nonlinear Coupling of Carbonation and Chloride Diffusion in Concrete , 2005 .

[6]  P. Chindaprasirt,et al.  Effect of carbon dioxide on chloride penetration and chloride ion diffusion coefficient of blended Portland cement mortar , 2008 .

[7]  A. Neville Properties of Concrete , 1968 .

[8]  K. Maekawa,et al.  MULTI-SCALE PHYSICOCHEMICAL MODELING OF SOIL-CEMENTITIOUS MATERIAL INTERACTION , 2006 .

[9]  Erik Schlangen,et al.  Lattice modeling of chloride diffusion in sound and cracked concrete , 2013 .

[10]  R. Vitaliani,et al.  Analysis of Chloride Diffusion into Partially Saturated Concrete , 1993 .

[11]  P. Tumidajski,et al.  Effect of sulfate and carbon dioxide on chloride diffusivity , 1996 .

[12]  Alaa Chateauneuf,et al.  A comprehensive probabilistic model of chloride ingress in unsaturated concrete , 2011 .

[13]  Michael D. A. Thomas,et al.  Modelling chloride diffusion in concrete: Effect of fly ash and slag , 1999 .

[14]  Mohammed H. Baluch,et al.  Simulation of Chloride Migration in Compression-Induced Damage in Concrete , 2012 .

[15]  Muhammed Basheer,et al.  Exposure of mortars to cyclic chloride ingress and carbonation , 2013 .

[16]  In Seok Yoon Deterioration of Concrete Due to Combined Reaction of Carbonation and Chloride Penetration: Experimental Study , 2007 .

[17]  B. Oh,et al.  Effects of Carbonation on Chloride Penetration in Concrete , 2013 .

[18]  Ali Akbar Ramezanianpour,et al.  The assessment of carbonation effect on chloride diffusion in concrete based on artificial neural network model , 2012 .

[19]  Roberto Scotta,et al.  Mechanical Behavior of Concrete under Physical-Chemical Attacks , 1998 .

[20]  A. Razaqpur,et al.  Finite element modeling of coupled heat transfer, moisture transport and carbonation processes in concrete structures , 2004 .

[21]  Seung-Jun Kwon,et al.  Effect of W/C Ratio on Durability and Porosity in Cement Mortar with Constant Cement Amount , 2014 .

[22]  D. Ho,et al.  Carbonation of concrete and its prediction , 1987 .

[23]  Z. P. Bažant,et al.  Nonlinear water diffusion in nonsaturated concrete , 1972 .

[24]  T. Arends,et al.  Modelling of water and chloride transport in concrete during yearly wetting/drying cycles , 2015 .

[25]  Chong Cao,et al.  3D simulation of localized steel corrosion in chloride contaminated reinforced concrete , 2014 .

[26]  Zdenek P. Bazant,et al.  PHYSICAL MODEL FOR STEEL CORROSION IN CONCRETE SEA STRUCTURES­ THEORY , 1979 .

[27]  Joško Ožbolt,et al.  Modelling the effect of damage on transport processes in concrete , 2010 .

[28]  Néstor F. Ortega,et al.  Behavior of concrete elements subjected to corrosion in their compressed or tensed reinforcement , 2013 .

[29]  Michael N. Fardis,et al.  A reaction engineering approach to the problem of concrete carbonation , 1989 .

[30]  J. Ožbolt,et al.  Modeling pull-out resistance of corroded reinforcement in concrete:Coupled three-dimensional finite element model , 2014 .

[31]  G. Glass,et al.  The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete , 2000 .

[32]  Lars-Olof Nilsson,et al.  Chloride binding capacity and binding isotherms of OPC pastes and mortars , 1993 .

[33]  Kefei Li,et al.  Pore structure characterization of cement pastes blended with high-volume fly-ash , 2012 .

[34]  Jan Skalny,et al.  Adsorption on nonporous solids , 1969 .

[35]  Joško Ožbolt,et al.  3D Numerical modelling of steel corrosion in concrete structures , 2011 .

[36]  Luca Bertolini,et al.  Corrosion of Steel in Concrete , 2013 .

[37]  Zdeněk P. Bažant,et al.  Drying of concrete as a nonlinear diffusion problem , 1971 .

[38]  A. Petcherdchoo Time dependent models of apparent diffusion coefficient and surface chloride for chloride transport in fly ash concrete , 2013 .

[39]  Carmen Andrade,et al.  Testing and modelling chloride penetration into concrete , 2013 .

[40]  Joško Ožbolt,et al.  Modeling damage in concrete caused by corrosion of reinforcement: coupled 3D FE model , 2012, International Journal of Fracture.

[41]  Renato Vitaliani,et al.  Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures Part I: Theoretical formulation , 2004 .

[42]  C. L. Page,et al.  Diffusion of chloride ions in hardened cement pastes , 1981 .

[43]  Patrick Dangla,et al.  Investigation of the carbonation mechanism of \{CH\} and C-S-H in terms of kinetics, microstructure changes and moisture properties , 2014 .

[44]  Mo Shing Cheung,et al.  Non-uniform rust expansion for chloride-induced pitting corrosion in RC structures , 2014 .

[45]  Michael D. A. Thomas,et al.  Numerical solution of mass transport equations in concrete structures , 2001 .

[46]  W. L. Vasconcelos,et al.  Structural Evaluation and Performance of Portland Cement Concretes After Exposure to High Temperatures , 2002 .

[47]  C. Page,et al.  Effects of carbonation on pore structure and diffusional properties of hydrated cement pastes , 1997 .

[48]  Wander L. Vasconcelos,et al.  Effects of High Temperature on the Residual Performance of Portland Cement Concretes , 2002 .

[49]  Theerawat Sinsiri,et al.  Effect of fly ash fineness on microstructure of blended cement paste , 2007 .

[50]  M. Fardis,et al.  Physical and Chemical Characteristics Affecting the Durability of Concrete , 1991 .

[51]  F. Wittmann,et al.  Chloride content and pH value in the pore solution of concrete under carbonation , 2013 .

[52]  Michael N. Fardis,et al.  FUNDAMENTAL MODELING AND EXPERIMENTAL INVESTIGATION OF CONCRETE CARBONATION , 1991 .

[53]  Jun Liu,et al.  Permeation Properties and Pore Structure of Surface Layer of Fly Ash Concrete , 2014, Materials.

[54]  Mark G. Stewart,et al.  Structural reliability of concrete bridges including improved chloride-induced corrosion models , 2000 .

[55]  Tetsuya Ishida,et al.  Modeling of chloride diffusivity coupled with non-linear binding capacity in sound and cracked concrete , 2009 .

[56]  Vagelis G. Papadakis,et al.  Consequences of steel corrosion on the ductility properties of reinforcement bar , 2008 .

[57]  Z. Bažant,et al.  Moisture diffusion in cementitious materials Adsorption isotherms , 1994 .